Impact of Transverse Reinforcement Ratio on Flexural Behaviour of Self Compact High Strength Concrete (SCHSC) Beams

This research focuses on the study of the influence of transverse reinforcement ratio on failure behaviour of Self Compact High Strength Concrete (SCHSC) with and without steel fibres. In this study, the mechanical properties of the SCHSC is been tested in term of compressive, tensile and flexura...

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Bibliographic Details
Main Author: Mohamad Isa Zohri, Meor Abdul Azziim
Format: Final Year Project
Language:English
Published: Universiti Teknologi PETRONAS 2018
Subjects:
Online Access:http://utpedia.utp.edu.my/22687/1/Dissertation.pdf
http://utpedia.utp.edu.my/22687/
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